Original source · versioned page text
engineering drawings
Very large file (15.7 MB): the original may take a few minutes to open or download. The page text below is quick to read.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
RESIDENTIAL UNIT DEVELOPMENT
NOOSA HEADS
37 BOTTLEBRUSH AVENUE, NOOSA HEADS, QLD 4567
Lot 133 RP 88934
CIVIL WORKS
NOTE:
THE FOLLOWING INSPECTIONS MUST BE COMPLETED BY RECOR ENGINEERS BEFORE 9. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL WORKPLACE
ENGINEERING CERTIFICATION WILL BE ISSUED. THE CONTRACTOR IS TO PROVIDE A MINIMUM HEALTH AND SAFETY REQUIREMENTS.
OF 72 HOURS NOTICE TO RECOR FOR REQUIRED INSPECTIONS. SHOULD THE CONTRACTOR FAIL 10. WHERE ANY EXCAVATION OR CONSTRUCTION WORKS ARE TO BE IN CLOSE PROXIMITY TO
TO REQUEST AN INSPECTION, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS TO NEIGHBOURING LOT BOUNDARIES OR INFRASTRUCTURE, CONTRACTOR TO ALLOW IN
ALLOW FOR THE WORKS TO BE INSPECTED TO THE SATISFACTION OF RECOR. ANY SCOPE OF WORKS TO PROVIDE ALL MEASURES NECESSARY TO ENSURE THE INTEGRITY
INSPECTIONS THAT FAIL ARE TO BE RE-INSPECTED WITH ALL REINSPECTION COSTS TO BE PAID OF EXISTING BOUNDARIES AND INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW
BY THE CONTRACTOR. VIBRATION EQUIPMENT, TRENCH SHORING ETC AS REQUIRED.
a. PRESTART 11. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THESE DRAWINGS,
b. EARTHWORKS - FINAL STRIPPING OF TOPSOIL, INSTALLATION OF SEDIMENT AND EROSION THE CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT
CONTROL MEASURES UNSUITABLE GROUND WORKS CAN COMMENCE.
c. SIDE AND CUT OFF DRAINS 12. CONTRACTOR TO PROVIDE AS CONSTRUCTED DRAWINGS FOR ALL CONSTRUCTED WORKS
IN ACCORDANCE WITH LOCAL GOVERNMENT REQUIREMENTS. UNLESS OTHERWISE
d. STORMWATER PIPE LAID ON BEDDING PRIOR TO BACKFILL ADVISED BY RECOR CONTRACTOR TO NOTE COUNCILS ADAC REQUIREMENTS.
e. STORMWATER TRENCH BACKFILLED PRIOR TO PAVEMENT PLACEMENT 13. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH RELEVANT APPROVALS.
f. STORMWATER STRUCTURE BASE SLABS 14. CONTRACTOR TO ALLOW TO LIASE/CO-ORDINATE WITH ELECTRICAL, LANDSCAPE AND
g. SEWER RETICULATION OTHER SERVICE CONTRACTORS THROUGHOUT CIVIL CONSTRUCTION.
h. WATER RETICULATION 15. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR DEMOLITION WORKS
COMMENCING ON SITE.
i. PAVEMENT SUBGRADE
16. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS AND
j. PAVEMENT REINFORCING SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE U.N.O.
k. PAVEMENT PRIOR TO SEALING (PRESEAL) 17. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND
l. RETAINING WALL FOOTING REINFORCING COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE.
m. RETAINING WALL BLOCKWORK PRIOR TO CORE FILL 18. CONTRACTOR TO CLEAR AND GRUB ALL VEGETATION ON SITE AS IDENTIFIED IN THE
APPROVED VEGETATION MANAGEMENT PLAN. CONTRACTOR TO ENSURE ALL TREE ROOTS
n. STEEL REINFORCEMENT OF CONCRETE STRUCTURES AND STUMPS ARE COMPLETELY REMOVED AND BACKFILLED TO LEVEL 1 SUPERVISION.
o. PRACTICAL COMPLETION CONTRACTOR TO ALLOW TO MULCH ALL CLEARED VEGETATION AND STOCKPILE ON SITE
OR REMOVE FROM SITE AS DIRECTED.
p. ON MAINTENANCE
19. DRAWINGS TO BE READ IN CONJUNCTION WITH THE FOLLOWING
q. OFF MAINTENANCE CONSULTANTS/CONTRACTORS DRAWINGS:
r. ANY OTHER INSPECTION AS SPECIFIED BY LOCAL COUNCIL (REFER DEVELOPMENT SURVEYOR: MAX WATTERSON + ASSOCIATES
APPROVAL) LOCALITY PLAN
ARCHITECT: PCA ARCHITECTS
s. ANY OTHER INSPECTION AS REQUIRED BY UNITY WATER AND WHERE RELEVANT TO THEIR
HYDRAULICS: TBC NOT TO SCALE
CERTIFICATION SCHEME
STRUCTURAL: RECOR
GENERAL NOTES LANDSCAPE: PCA ARCHITECTS
1. ALL DIMENSIONS SHOWN ARE IN METERS UNLESS OTHERWISE SHOWN. 20. CONTRACTOR TO PREPARE AND HAVE APPROVED BY RELEVANT AUTHORITY: ROAD
OPENING PERMIT AND TRAFFIC MANAGEMENT PLAN FOR ALL WORKS WITHIN COUNCIL
2. ALL SETOUT ON SITE IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR ROAD RESERVES. CONTRACTOR TO ALLOW FOR ALL COSTS ASSOCIATED WITH
TO ALLOW FOR ALL MEANS NECESSARY TO ACCURATELY SETOUT THE WORKS. IMPLEMENTATION OF THE TMP. DRAWING SCHEDULE
3. ALL WORKS TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND
WHERE FURTHER DETAILS ARE REQUIRED THE CONTRACTOR SHALL REFER TO NOOSA
21. ALL WORKS TO BE COMPLETED IN ACCORDANCE WITH ALL LOCAL AUTHORITY APPROVALS
RECEIVED FOR THE PROJECT
DRAWING NUMBER DRAWING TITLE REVISION
SHIRE COUNCIL DEVELOPMENT GUIDELINES, LOCAL WATER AUTHORITY GUIDELINES,
22. CONTRACTOR TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH OPW APPROVALS BY
C01 COVER SHEET AND LOCALITY PLAN D
ASSOCIATED STANDARD DRAWINGS AND SPECIFICATIONS U.N.O.
4. SHOULD ANY OF THE CONSTRUCTED WORKS BE CONSTRUCTED OUTSIDE OF THE
COUNCIL. C10 EXISTING SITE SERVICES PLAN D
23. NO WORKS ARE TO BE UNDERTAKEN ON LAND OUTSIDE OF THE SITE BOUNDARY WITHOUT
TOLERANCES SPECIFIED WITHIN THE PROJECT SPECIFICATION AND LOCAL AUTHORITY
FORMAL APPROVAL BY THE OWNER/CUSTODIAN OF THAT LAND INCLUDING BUT NOT C20 EROSION AND SEDIMENT CONTROL PLAN D
REQUIREMENTS, THE CONTRACTOR WILL RECTIFY AT THEIR COST INCLUSIVE OF ANY
ADDITIONAL COSTS INCURRED BY RECOR. LIMITED TO PRIVATE PROPERTY, ROAD RESERVE, PARKS/OPENSPACE, EASEMENTS. C21 EROSION AND SEDIMENT CONTROL DETAILS D
24. THE CONTRACTOR SHALL HAVE AN APPROVED SET OF CONSTRUCTION DRAWINGS AND
5. EXISTING SERVICES HAVE BEEN PLOTTED FROM SUPPLIED DATA AND AS SUCH THEIR
APPROVALS ON SITE AT ALL TIMES. C30 BULK EARTHWORKS PLAN D
ACCURACY CANNOT BE GUARANTEED. NO RESPONSIBILITY IS TAKEN BY RECOR OR THE
PRINCIPAL FOR THE ACCURACY AND COMPLETENESS OF THIS INFORMATION. IT IS THE 25. ALL WATER AND SEWER RETICULATION WORKS TO BE CONSTRUCTED IN ACCORDANCE C31 BULK EARTHWORKS SECTIONS D
RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY ESTABLISH THE LOCATION AND WITH THE SEQ WATER SUPPLY AND SEWERAGE DESIGN AND CONSTRUCTION CODE (2013)
LEVEL OF ALL EXISTING SERVICES PRIOR THE COMMENCEMENT OF ANY WORKS. ANY C40 ROADS AND DRAINAGE LAYOUT PLAN D
DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. CONTRACTOR TO 26. ALL LEVELS ARE REFERENCED TO AHD IN ACCORDANCE WITH THE SURVEY PLAN
LOCATE AND PROTECT SERVICES AS REQUIRED DURING PROPOSED WORKS. 21-5328AA BY MWA. ORIGIN IN RELATION TO PM 18405 WITH RL 31.806m. C41 ROADS AND DRAINAGE DETAILS D
6. THE CONTRACTOR IS TO CHECK THROUGH LOCATING, POTHOLING AND SURVEY ALL C42 STORMWATER SECTIONS D
CRITICAL CONNECTION POINTS FOR ALL CIVIL WORKS SHOWN ON THE DRAWINGS
INCLUDING ANY POTENTIAL EXISTING SERVICES CLASHES PRIOR TO COMMENCEMENT OF C43 DRIVEWAY SECTIONS D
CIVIL WORKS. CONTRACTOR TO IMMEDIATELY REPORT ANY DISCREPANCIES TO RECOR
AND AWAIT FORMAL DIRECTION PRIOR TO COMMENCING CIVIL WORKS.
C44 VEHICLE SWEPT PATHS D
7. ON COMPLETION OF SERVICES INSTALLATION, ALL DISTURBED AREAS SHALL BE C45 STORMWATER CATCHMENT PLAN D
RESTORED TO ORIGINAL LEVEL, INCLUDING KERBS, FOOTPATHS, CONCRETE AREAS,
GRAVEL AREAS, GRASSED AREAS AND ROAD PAVEMENTS.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO
AUTHORITY/COUNCIL'S INFRASTRUCTURE. SUCH REPAIR OR REINSTATEMENT TO BE
CARRIED OUT IMMEDIATELY TO THE SATISFACTION OF INFRASTRUCTURE
OWNER/MANAGER / AUTHORITY/COUNCIL.
North Point Approved Project Address Title
37 BOTTLEBRUSH AVENUE COVER SHEET AND LOCALITY PLAN
E 14.11.24 OPW AMMENDMENT TS MP
N
NOOSA HEADS
D 15.03.23 RFI UPDATE BRP NW For and on behalf of RECOR Pty Ltd.
C 29.11.23 RFI UPDATE BRP NW Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
B 10.10.22 RFI UPDATE BRP NW NTS
SUNSHINE COAST | BRISBANE
www.recor.au | ABN 89 647 469 707 S & J KNOBEL RESIDENTIAL UNIT DEVELOPMENT A1
A 12.05.22 MCU / OPW ISSUE BRP NW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
'Issued For Construction' in the revision description. 20220051 C01 A
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.
Full text of sections 2 to 5 (of 15)
Section 2
NOTE:
1. FOR GENERAL NOTES REFER DWG No. C01, WHICH IS TO BE REQUESTED AND VIEWED PRIOR
TO COMMENCEMENT OF CONSTRUCTION IF NOT SUPPLIED.
2. THE CONTRACTOR WILL MAKE HIMSELF FULLY AWARE OF THE EXISTING FEATURES OF THIS
SITE AND ENSURE ANY ADDITIONAL WORKS NOT SHOWN ON THIS PLAN ARE INCLUDED IN THE
CONTRACT.
EX W A
DEMOLISH ALL EXISTING
U
I S SS
TI E
3. LOCATION AND DEPTH OF ANY EXISTING SERVICES IDENTIFIED BASED ON SURVEY, DBYD
NG T
BUILDINGS, STRUCTURES, AND COUNCIL RECORDS. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM ACTUAL
1 0 D: 5
0m 33
I
RETAINING WALLS, PAVEMENT LOCATION AND DEPTH PRIOR TO CARRYING OUT ANY EXCAVATION OR TRENCHING WORKS.
m 83
AC 57
RE
AND HARDSTAND ON SITE AND EXISTING STORMWATER PIT. 4. CONTRACTOR TO LOCATE AND PROTECT ALL EXISTING SERVICES ON SITE AND WITHIN
TI
C
UL
DISPOSE OF TO APPROVED NSC ASSET ID: 1002138 VERGE PRIOR TO COMMENCEMENT OF WORKS.
AT
BE
IO
LOCATION.
N
APPROX I.L: 33.84 5. CONTRACTOR TO ORGANISE ALL DEMOLITION PERMITS PRIOR TO ANY DEMOLITION WORKS
M
RR
AI
COMMENCING ON SITE.
N
P
SW
IM
6. ALL VEGETATION WITHIN THE LIMIT OF WORKS TO BE CLEARED, MULCHED, GRUBBED AND
A
REMOVED FROM SITE IN ACCORDANCE WITH APPROVED VEGETATION CLEARING PLAN (BY
RO
OTHERS) OR IF SCHEDULED STOCKPILE FOR USE BY LANDSCAPER.
EXISTING 150mm AC SEWER GRAVITY MAIN
37.09
P
SW 7. REFER TO LANDSCAPE ARCHITECT PLAN FOR TREE REMOVALS WITHIN VERGE.
W
8. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ON SITE AND MAKE SUITABLE
ARRANGEMENTS TO HAVE DISCONNECTED PRIOR TO DEMOLITION WORKS BEGINNING.
9. PRIOR TO THE CONTRACTOR COMMENCING ANY WORKS DETAILED ON THIS DRAWING, THE
UW ASSET ID :2537156
CONTRACTOR IS TO NOTIFY RECOR AND RECEIVE WRITTEN CONFIRMATION THAT WORKS
CAN COMMENCE.
10. CONTRACTOR TO UNDERTAKE DILAPIDATION REPORT FOR ADJOINING PROPERTIES AND
Grate
COUNCIL ROADS AND VERGES PRIOR TO COMMENCEMENT OF ANY WORKS ON SITE.
Grate
Timber Stairs
11. CONTRACTOR TO ALLOW TO DEMOLISH ALL EXISTING STRUCTURES, ROADS, RETAINING
U.N.O.
WALLS AND SERVICES WITHIN LIMIT OF WORKS AND REMOVE FROM SITE
Grate
P 12. WHERE NECESSARY, CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS TO CARRY
SW OUT SERVICES RELOCATION OR ALTERATIONS.
35.32
10
IL 0Ø
33 P
.9 VC
8
ey
t or g
34.79
S n
3 ildi
B u 10
IL 0Ø
33 P
.1 VC
2
34.26
P 10
SW IL 0Ø
Timber Deck 32 P
.9 VC
8
LEGEND
CONTRACTOR TO LOCATE,
EXISTING SEWER MAIN D EXISTING STORMWATER DRAINAGE
THROUGH SITE, CAP OFF W EXISTING RETICULATED WATER
Timber Deck Timber Ramp
HOUSE CONNECTION AND
S EXISTING SEWER MAIN
PROTECT DURING WORKS.
EXISTING CONCRETE
32.43
EXISTING ROOF
31.85
WM
31.90
31.59
31.50
EXISTING PAVING
2 x 100Ø PVC
EXISTING 100mm AC RETICULATION MAIN
31.84
31.39
UW ASSET ID: 5338357
3
.6
HYL 31
IL32.07
EXISTING BITUMEN
MH (Not Located) L
Plotted from Unitywater
31.12
Records
LOCATE, EXCAVATE AND DISPOSE EXISTING TREE
OF ALL EXISTING STORMWATER
FROM SITE. INDICATIVE LOCATION
ONLY SHOWN.
CONTRACTOR TO LOCATE,
ARRANGE DISCONNECTION AND EXISTING WATER HYDRANT
EXISTING SEWER MANHOLE. CAP OFF WATER CONNECTION UW ASSET ID: 2105352
APPROX I.L. 29.56 AT SITE BOUNDARY NOTE:
UW ASSET ID: 2668946 EXCEPTWHERE NOTED ON PLAN AND ASSOCIATEDDESIGN DRAWINGS,ALL
IN-GROUNDSERVICESWITHINTHE PROPERTYBOUNDARYINCLUDINGBUT NOT
LIMITEDTO: STORMWATERDRAINAGE,SEWERAGE,WATER,GAS, ELECTRICAL
AND COMMUNICATIONSTO BE SAFELY BE DISCONNECTED,REMOVEDFROM
SITE AND CAPPEDOFF AT SITE BOUNDARY.CONTRACTORTO ARRANGEALL
NECESSARYAPPLICATIONSAND PERMITSWITH THE RELEVANTAUTHORITIES.
SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
PROVIDER SPECIFICATIONS AND STANDARD DETAILS
BOTTLEBRUSH AVE
North Point Approved Project Address Title
37 BOTTLEBRUSH AVENUE EXISTING SITE SERVICES PLAN
E 14.11.24 OPW AMMENDMENT TS MP N NOOSA HEADS
D 15.03.23 RFI UPDATE BRP NW For and on behalf of RECOR Pty Ltd.
C 29.11.24 RFI UPDATE BRP NW Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
B 10.10.22 RFI UPDATE BRP NW 1:100 0 1 2 3 4m www.recor.au | ABN 89 647 469 707 S & J KNOBEL RESIDENTIAL UNIT DEVELOPMENT A1
A 12.05.22 MCU / OPW ISSUE BRP NW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
'Issued For Construction' in the revision description. 20220051 C10 A
Section 3
SEDIMENT CONTROL
1. ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE IN ACCORDANCE WITH INTERNATIONAL EROSION CONTROL ASSOCIATION
(IECA) AUSTRALIA GUIDELINES AND THE SPECIFICATIONS.
1. SEDIMENT AND EROSION CONTROL DETAILS SHOWN ARE MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO
INSTALL ADDITIONAL CONTROL MEASURES AS DEEMED NECESSARY THROUGHOUT CONSTRUCTION.
2. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL SEDIMENT CONTROL DEVICES IN A FUNCTIONAL ORDER AND REPLACE ALL
BLOCKED SEDIMENT DEVICES AS REQUIRED UNTIL SUCCESSFUL OFF MAINTENANCE OF WORKS.
3. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES TO THE SATISFACTION OF THE SUPERINTENDENT. SHALL BE COMPLETE
AND EFFECTIVE PRIOR TO:
a. STRIPPING OF TOPSOIL AND GRASS.
b. BULK EARTHWORKS TO THE SITE.
BE
c. SERVICES INSTALLATION.
PROVIDE TURFED CATCH DRAIN TO
R
d. PAVEMENT CONSTRUCTION
RI
P
CONVEY CLEAN RUNOFF AROUND SW 5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN PLACE UNTIL INSTRUCTION IS RECEIVED IN WRITING FROM THE
M
DISTURBED SITE AREAS AS PER SUPERINTENDENT TO REMOVE ALL OR PART OF THE SILT CONTROL APPLICATIONS.
A
6. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN SHALL BE READ IN CONJUNCTION WITH THE APPROVED DRAWING
IECA STD DWG CD-01 & CD-03
RO
7. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL IS TO BE OBTAINED FROM THE SUPERINTENDENT FOR THE LOCATION O
37.09
P
SW THE SITE ACCESS POINT AND WASH DOWN AREA WHICH ARE TO BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.
W
8. IF SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN FOUND TO BE DIFFERENT OR FAILED IN SERVICE, CORRECTIVE ACTION
TO BE UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE AMENDMENTS' ADDITIONS TO THE ORIGINAL APPROVED EROSION CONTRO
PLANS. SUCH AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT, IF DEEMED NECESSARY AND RELEVANT.
9. OVERALL
> > > > > > > > > > > > > > > > a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE DIVERTED AROUND THE WORK SITE WHERE POSSIBLE.
b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND BE OPERATIONAL BEFORE COMMENCING UP-SLOPE
PROVIDE SEDIMENT FENCING EARTHWORKS.
Grate
c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, EXPOSED SURFACES TO BE EITHER MULCHED, COVERED WITH
>
|S|
Grate
TO DOWNSTREAM SITE EROSION CONTROL BLANKETS OR TURFED IF EARTHWORKS ARE EXPECTED TO BE DELAYED FOR MORE THAN 14 DAYS.
BOUNDARY AS PER NSC STD
Grate
>
DWG ESC-04 & ESC-05 SEDIMENT FENCE
P
SW
10. FOR SEDIMENT FENCE STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD DRAWING ESC-04 AND
|S|
35.32
ESC-05, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD
>
10 DRAWINGS SF-01 AND SF-02 SEDIMENT FENCE.
IL 0Ø
33 P
>
.9 V C TEMPORARY CONSTRUCTION ENTRY/EXIT
8
11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD DRAWING
|S|
34.79
ESC-01, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD
>
10 DRAWINGS EXIT-01 AND EXIT-02 CONSTRUCTION EXIT - ROCK PAD (CONSTRUCTION SITES ONLY), EXIT-03 - ROCK PADS FOR BUILDIN
IL 0Ø
33 P
.1 VC
SITES AND EXIT-04 AND EXIT-05 CONSTRUCTION EXIT - VIBRATION GRID.
>
2
|S|
34.26
P 10 CATCH DRAIN
SW IL 0Ø 12. FOR CATCH DRAIN STANDARD DETAIL AND SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALA
>
32 P
.9 VC
8
(IECA) BEST PRACTICES STANDARD DRAWING CD-01 CATCH DRAINS AND CD-03 CATCH DRAINS - TURF LINED.
>
GRASSED FILTER STRIP
|S|
13. FOR GRASS FILTER STRIP STANDARD DETAILS AND SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION
AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWING GFS-01 AND GFS-02 GRASS FILTER STRIPS.
>
REVEGETATION
|S|
>
14. FOR REVEGETATION STANDARD SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA (IECA)
BEST PRACTICES STANDARD DRAWING R-01 REVEGETATION GENERAL.
|S|
>
OPERATION AND MAINTENANCE
|S|
15. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC MEASURES SHALL BE INSPECTED:
>
32.43
|S| · AT LEAST DAILY (WHEN WORK IS OCCURRING ON SITE) OR WEEKLY (WHEN WORK IS NOT OCCURRING ON SITE)
|S| |S| |S| |S| |S| |S| |S| |S| · WITHIN 24 HOURS OF EXPECTED RAIN; AND
31.85
· WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN EVENT OF SUFFICIENT INTENSITY AND DURATION TO MOBILISE SEDIMENT ON SI
31.90
31.59
16. IN ACCORDANCE WITH NC ESC GUIDELINES, MAINTENANCE OF ESC MEASURES SHALL OCCUR IN ACCORDANCE WITH THE FOLLOWI
31.50
TABLE:
2 x 100Ø PVC
31.84
31.39
IL32.07
MH (Not Located) MAINTENANCE SCHEDULE
Plotted from Unitywater
31.12
Records TIMEFRAME FOR COMPLETION
ESC MEASURES MAINTENANCE TRIGGER
OF MAINTENANCE
SEDIMENT BASIN WHEN SETTLED SEDIMENT EXCEEDS THE WITHIN 7 DAYS OF THE
(WHERE UTILISED) VOLUME OF THE SEDIMENT STORAGE INSPECTION
ZONE (SEE COUNCIL'S SEDIMENT BASIN
DESIGN GUIDELINES
OTHER ESC MEASURES THE CAPACITY OF ESC MEASURES IS BY THE END OF THE DAY
EXCEEDED
PROVIDE SEDIMENT FENCING REPORTING
TO DOWNSTREAM SITE PROVIDE TURFED FILTER STRIP 17. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM OF ESC MAINTENANCE AND CONTROL OF ALL STAGES OF WORK FOR APPRO
BOUNDARY AS PER NSC STD ALONG KERB DOWNSTREAM OF BY THE SUPERINTENDENT.
DWG ESC-01 SITE AS PER IECA STD DWG GFS-01
LEGEND
BOTTLEBRUSH AVE |S| SEDIMENT FENCE
> > DIVERSION SWALE
SEDIMENT AND EROSION CONTROL:
CONSTRUCTION ENTRY CONTRACTOR TO ALLOW FOR PROVISION OF ALL REQUIRED
SEDIMENT AND EROSION CONTROL DEVICES IN ACCORDANCE
WITH IECA AND NOOSA SHIRE COUNCIL POLICIES AND
TURF FILTER STRIP GUIDELINES
North Point Approved Project Address Title
37 BOTTLEBRUSH AVENUE EROSION AND SEDIMENT CONTROL PLAN
E 14.11.24 OPW AMMENDMENT TS MP N NOOSA HEADS
D 15.03.23 RFI UPDATE BRP NW For and on behalf of RECOR Pty Ltd.
C 29.11.25 RFI UPDATE BRP NW Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
B 10.10.22 RFI UPDATE BRP NW 1:100 0 1 2 3 4m www.recor.au | ABN 89 647 469 707 S & J KNOBEL RESIDENTIAL UNIT DEVELOPMENT A1
A 12.05.22 MCU / OPW ISSUE BRP NW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
'Issued For Construction' in the revision description. 20220051 C20 A
Section 4
SEDIMENT
SEDIMENT RELEASE
RELEASE GUIDELINES
GUIDELINES 8. UP-SLOPE
IF SEDIMENT AND EROSIONCONTROLDEVICESHAVE BEEN
EARTHWORKS.
c. IN FOUND
AREAS WHERE TO BERUNOFF DIFFERENT OR FAILED
TURBIDITY IS TO BE IN CONTROLLED,
SERVICE,
1. ALL1.RELEASES
ALL RELEASES
OF STORMWATEROF STORMWATER
CAPTUREDCAPTURED ONSITE,
ONSITE, UNLESS CORRECTIVE
EXPOSED ACTIONTO
SURFACES IS TO
BE BE UNDERTAKEN
EITHER MULCHED, IMMEDIATELY
COVERED WITH
OTHERWISEUNLESS OTHERWISE
NOTED NOTEDIN THIS
IN THIS STANDARD, MUST STANDARD,
NOT EXCEED MUST NOT
THE WHICH CONTROL
EROSION MAY INCLUDE AMENDMENTS'
BLANKETS OR TURFEDADDITIONS TO THE
IF EARTHWORKS
FOLLOWINGEXCEED THE FOLLOWING LIMITS:
LIMITS: ORIGINAL
ARE EXPECTED APPROVED EROSIONFOR
TO BE DELAYED CONTROL
MORE PLANS.
THAN 14SUCH
DAYS.
· 50mg/L· OF50mg/L OF TOTAL
TOTAL SUSPENDEDSUSPENDEDSOLIDS SOLIDS
(TSS)(TSS)
AS AS A MAXIMUM
A MAXIMUM AMENDMENTSARE TO BE APPROVEDBY SUPERINTENDENT,
CONCENTRATION;
CONCENTRATION; SEDIMENTIFFENCEDEEMED NECESSARY AND RELEVANT.
· TURBIDITY
· TURBIDITY (NTU) VALUE(NTU)LESS VALUE
THANLESS THAN BACKGROUND;
10% ABOVE 10% ABOVE 9. SEDIMENT
10. FOR OVERALL FENCE STANDARDDETAIL AND SPECIFICATION
· pH VALUE BACKGROUND;
MUSTBE IN THE RANGE6.5 TO 8.5 EXCEPTWHERE,AND REFER a. TO
TEMPORARY
INTERNATIONAL DRAINAGE CONTROL
EROSION CONTROLFLOWS SHOULD BE
ASSOCIATION
1.5m STAR PICKETS AT MAX. TO ·THE pH VALUE
EXTENT MUSTTHE
THAT, BE NATURAL
IN THE RANGE 6.5 TO
RECEIVING 8.5 EXCEPT
WATERS LIE AUSTRALASIADIVERTED (IECA)AROUND THE WORKSTANDARD
BEST PRACTICES SITE WHERE POSSIBLE.
DRAWINGS
WHERE,
OUTSIDE THIS RANGE. AND TO THE EXTENT THAT, THE NATURAL b. ALL DRAINAGE,
SF-01 AND SF-02 SEDIMENT FENCE. EROSION AND SEDIMENT CONTROLS TO
2.5m CENTRES RECEIVING WATERS
1 METER MAX. STAR PICKETS
TIMBER SPACER TO SUIT KERB-SIDE INLET 2. THE CONCENTRATION OF TSSLIE OUTSIDE
RELEASED BYTHIS RANGE. MAY
DEWATERING BE INSTALLED
TEMPORARY CONSTRUCTION ENTRY/EXIT AND BE OPERATIONAL BEFORE
2. THE CONCENTRATION OF TSS
ONLY EXCEED 50mg/L WHERE IT CAN BE DEMONSTRATED RELEASED BY DEWATERING
AND COMMENCINGENTRY
11. FOR CONSTRUCTION UP-SLOPE / EXITEARTHWORKS.
STANDARD DETAIL AND
500 - 600mm
DROP INLET MAY ONLY EXCEED
SUPPORTED THROUGH DOCUMENTATION THAT: 50mg/L WHERE IT CAN BE c. IN AREAS WHERE
SPECIFICATIONREFER TO INTERNATIONAL RUNOFF TURBIDITY IS TOCONTROL
EROSION BE
SELF-SUPPORTING WITH GRATE · FURTHER DEMONSTRATED
SIGNIFICANT RAINFALL AND IS SUPPORTED
FORECAST TO THROUGHOCCUR CONTROLLED, EXPOSED SURFACES
ASSOCIATIONAUSTRALASIA(IECA) BEST PRACTICESSTANDARD TO BE EITHER
GEOTEXTILE DOCUMENTATION
BEFORETHE TSS CONCENTRATION THAT: IS LIKELYTO BE REDUCEDTO DRAWINGS MULCHED,
EXIT-01AND COVERED WITH EROSIONEXIT
EXIT-02CONSTRUCTION CONTROL
- ROCKPAD
OW
WIRE OR STEEL MESH 50m· FURTHERSIGNIFICANTRAINFALLIS FORECASTTO OCCUR BLANKETS
(CONSTRUCTION OR TURFED IF EARTHWORKS
SITESONLY),EXIT-03- ROCKPADSFOR ARE EXPECTED
BUILDING
DIRECTION OF FL (14 GAUGE x 150mm · g/L; BEFORE THE TSS CONCENTRATIONIS LIKELY TO BE TO BE DELAYED FOR MORE THAN
SITESAND EXIT-04AND EXIT-05CONSTRUCTIONEXIT - VIBRATION 14 DAYS.
OPENINGS) WHERE REDUCED TO 50m
GEOTEXTILE IS NOT · RELEASINGA HIGHER CONCENTRATIONOF TOTAL SUSPENDED GRID.
· g/L;
SOLIDSWILL RESULTIN A BETTERENVIRONMENTAL OUTCOMEBY KERBSEDIMENT
INLET FENCE
SELF-SUPPORTING · RELEASING
PROVIDING STORAGEAFOR HIGHER CONCENTRATION
THE CAPTURE AND TREATMENT OF TOTALOF 10. FOR
12. FOR KERB INLET SEDIMENT
STANDARD FENCEDETAILSTANDARD DETAIL REFER
AND SPECIFICATION AND
WOVEN GEOTEXTILE GRAVEL-FILLED WIRE MESH OR SUSPENDED SOLIDS WILL RESULT IN A BETTER SPECIFICATION REFER TO INTERNATIONAL EROSION
ON SOIL, 150mm x 100mm RUN-OFF FROM THE IMMINENT RAINFALL AND RUN-OFF. TO INTERNATIONAL EROSION CONTROL ASSOCIATION
GEOTEXTILE "SAUSAGE" ENVIRONMENTALOUTCOMEBY PROVIDINGSTORAGEFOR CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST
TRENCH WITH COMPACTED · ALL REASONABLE ANDPRACTICABLESTEPSHAVEBEENTAKENTO
THE CAPTURE AND TREATMENTOF RUN-OFF FROM THE
AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWING
PRACTICES STANDARD DRAWINGS SF-01 AND SF-02
BACKFILL AND ON ROCK, SET TREAT THE WATER WITHIN BEST-PRACTICE TIME FRAMES; ESC-03 KERB INLET SEDIMENT TRAPS
IMMINENT RAINFALL AND RUN-OFF. SEDIMENT FENCE.
INTO SURFACE CONCRETE OVERFLOW · FLOCCULENT HAS BEEN APPROPRIATELY
· ALL REASONABLE AND PRACTICABLE APPLIED
STEPS AND HAVETHE BEEN REVEGETATION
TEMPORARY CONSTRUCTION ENTRY/EXIT
STAR PICKET TIMBER SPACER CONCENTRATION OF TSS IN THE CAPTURED WATER HAS ALREADY 13. FOR REVEGETATION STANDARD SPECIFICATION REFERANDTO
RUNOFF TAKENTO TREATTHE WATERWITHINBEST-PRACTICE TIME 11. FOR CONSTRUCTION ENTRY/ EXIT STANDARDDETAIL
FITTED WITH TO SUIT SIGNIFICANTLY
FRAMES;DECREASED. INTERNATIONAL EROSION CONTROL ASSOCIATION
SPECIFICATION REFER TO INTERNATIONAL EROSION AUSTRALASIA
WATER WITH
600mm MIN.
SECTION DETAIL SAFETY CAP 3. FOR· ALL OTHER STORMWATER
FLOCCULENT HAS BEENAPPROPRIATELYRELEASES,APPLIED
FLOWSAND ANDTHE (IECA)CONTROL
BESTPRACTICES STANDARD
ASSOCIATION DRAWINGR-01REVEGETATION
AUSTRALASIA (IECA) BEST
SEDIMENT DISCHARGES GENERAL.
CONCENTRATIONOF TSS IN THE CAPTUREDWATER IN
FROM THE SITE, THE RELEASE LIMIT PRESCRIBED HAS PRACTICES STANDARD DRAWINGS EXIT-01 AND EXIT-02
(1A) ABOVE MUSTNOT
ALREADY BE EXCEEDED
SIGNIFICANTLY UNLESSTHE DEVELOPMENT
DECREASED. FIELD INLETCONSTRUCTIONEXIT - ROCK PAD (CONSTRUCTIONSITES
WOVEN GEOTEXTILE IS IN3.FULL COMPLIANCE WITH
FOR ALL OTHER STORMWATER THIS STANDARD.
RELEASES, FLOWS AND 14. FOR FIELD
ONLY), INLET
EXIT-03STANDARD
- ROCKDETAIL
PADS ANDFOR SPECIFICATION
BUILDING SITES REFER
AND
SANDBAGS TO EXIT-04
INTERNATIONAL EROSION CONTROL ASSOCIATION
DISCHARGES FROM THE SITE, THE RELEASE LIMIT AND EXIT-05 CONSTRUCTION EXIT - VIBRATION GRID.
MIN. 1.5m
20m MAX. RUNOFF WATER SEDIMENT SEDIMENT CONTROL
PRESCRIBEDIN (1A) ABOVE MUST NOT BE EXCEEDED AUSTRALASIA
KERB INLET (IECA) BEST PRACTICES STANDARD DRAWING
1. ALL SEDIMENT
UNLESSAND THE EROSION CONTROL
IS IN MEASURES TO BE WITHIN ESC-02 GRATED STORMWATER (FIELD) INLET
AND SEDIMENT TRAP.
FLOW
WITH SEDIMENT DEVELOPMENT FULL COMPLIANCE 12. FOR KERB INLET STANDARD DETAIL SPECIFICATION
FLOW GRAVEL-FILLED WIRE MESH OR FILTERED WATER ACCORDANCE WITH INTERNATIONAL EROSION CONTROL OPERATION AND MAINTENANCE
THIS STANDARD. REFER TO INTERNATIONAL EROSION CONTROL
WATERWAY GEOTEXTILE "SAUSAGE" ASSOCIATION (IECA) AUSTRALIA GUIDELINES AND THE 15. IN ACCORDANCE
ASSOCIATION WITH NC ESC GUIDELINES,
AUSTRALASIA (IECA) ALLBESTESCPRACTICES
MEASURES
STAR PICKETS AT MAX. SPECIFICATIONS.
SEDIMENT CONTROL SHALLSTANDARD
BE INSPECTED: DRAWING · ATESC-03
LEASTKERBDAILY (WHEN
INLET WORK TRAPS
SEDIMENT IS
2.5m SPACINGS 2. SEDIMENT
1. ALL AND EROSION
SEDIMENT CONTROL
AND EROSION DETAILS
CONTROL SHOWN ARE MINIMUM
MEASURES TO BE IN OCCURRING
REVEGETATION ON SITE) OR WEEKLY (WHEN WORK IS NOT
TYPICAL EXCAVATION REQUIREMENTS.
ACCORDANCE IT IS THE
WITHCONTRACTORS
INTERNATIONAL RESPONSIBILITY
EROSION CONTROL TO OCCURRING ON SITE)· WITHIN
13. FOR REVEGETATION 24 HOURS
STANDARD OF EXPECTED
SPECIFICATION RAIN;AND
REFER TO
MESH & GRAVEL INLET FILTER CONSTRUCTION NOTES: INSTALLASSOCIATION
ADDITIONAL(IECA) CONTROL MEASURES
AUSTRALIA AS DEEMED
GUIDELINES AND THE · WITHIN 18 HOURS OF EROSION
INTERNATIONAL A RAINFALLCONTROL
EVENT (I.E. AN EVENT OF
ASSOCIATION
FILTERED
NECESSARY THROUGHOUT CONSTRUCTION.
SPECIFICATIONS. SUFFICIENT INTENSITY
AUSTRALASIA ANDBEST
(IECA) DURATION TO MOBILISE
PRACTICES STANDARD SEDIMENT ON
DRAWING
WATER
GEOTEXTILE EMBEDDED 1. INSTALL FILTERS TO KERB INLETS ONLY AT SAG POINTS. 3. THE2.CONTRACTOR
SEDIMENTIS AND Section 5
RESPONSIBLE
EROSIONCONTROL TO MAINTAIN ALL SHOWN
DETAILS SEDIMENT ARE SITE).R-01 REVEGETATION GENERAL.
PLAN
EARTH BANK 150mm INTO GROUND CONTROL DEVICESREQUIREMENTS.
MINIMUM IN A FUNCTIONALIT ORDER AND REPLACE
IS THE CONTRACTORSALL 16. INFIELD
ACCORDANCE
INLET WITH NC ESC GUIDELINES,MAINTENANCEOF
2. FABRICATEA SLEEVE MADE FROM GEOTEXTILEOR WIRE MESH BLOCKED SEDIMENTDEVICES
RESPONSIBILITY TO ASINSTALL
REQUIRED UNTIL SUCCESSFUL
ADDITIONAL CONTROL ESC
14. MEASURES
FOR FIELD INLET SHALLSTANDARD
OCCUR INDETAIL ACCORDANCE WITH THE
AND SPECIFICATION
LONGERTHAN THE LENGTHOF THE INLET PIT AND FILL IT WITH OFF MAINTENANCE
MEASURES OF ASWORKS.
DEEMED NECESSARY THROUGHOUT FOLLOWING
REFER TABLE: TO INTERNATIONAL EROSION CONTROL
FOR DROP INLETS AT NON-SAG POINTS, SANDBAGS, 25mm TO 50mm GRAVEL. 4. CONSTRUCTION OF ALL SEDIMENTMANAGEMENTDEVICESTO THE
CONSTRUCTION. ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES
EARTH BANK OR EXCAVATION USED TO CREATE SATISFACTION OF THE SUPERINTENDENT.
3. THE CONTRACTOR IS RESPONSIBLE SHALLTOBE MAINTAIN
COMPLETED ALL STANDARD DRAWINGESC-02
MAINTENANCE GRATEDSTORMWATER(FIELD)
SCHEDULE
ARTIFICIAL SAG POINT 3. FORM AN ELLIPTICAL CROSS-SECTIONABOUT 150mm HIGH x AND EFFECTIVE
SEDIMENT PRIOR
CONTROL TO: DEVICES IN A FUNCTIONALORDER INLET SEDIMENT TRAP.
DIRECTION OF a. STRIPPING OF TOPSOIL
AND REPLACE ALLAND GRASS.SEDIMENT DEVICES AS
BLOCKED OPERATION ANDMAINTENANCE
MAINTENANCE TIMEFRAME FOR
DISTURBED 1.5m STAR PICKETS AT 400mm WIDE. ESC
FLOW GEOTEXTILE INLET FILTER CONSTRUCTION NOTES: b. BULKREQUIRED
EARTHWORKS UNTIL TOSUCCESSFUL
THE SITE. OFF MAINTENANCE OF 15. IN ACCORDANCE
MEASURES WITH NC ESC COMPLETION
TRIGGER GUIDELINES, ALL OF ESC
AREA MAX. 2.5m CENTRES WORKS.
c. SERVICES INSTALLATION. MEASURESSHALLBE INSPECTED:· AT MAINTENANCE
LEASTDAILY (WHEN
4. PLACETHE FILTERAT THE OPENINGLEAVINGAT LEASTA 100mm
1. FABRICATE A SEDIMENT BARRIER MADE FROM GEOTEXTILE OR STRAW BALES. SPACEBETWEENIT AND THE KERBINLET.MAINTAINTHE OPENING 4. CONSTRUCTION
d. PAVEMENT OF ALL SEDIMENTMANAGEMENTDEVICES
CONSTRUCTION WORKIS OCCURRING WHEN SETTLEDON SITE)OR WEEKLY(WHENWORKIS
WITH SPACER BLOCKS. TO THE SATISFACTION
5. ALL SEDIMENT MANAGEMENTOF THE SUPERINTENDENT.
MEASURES ARE TO REMAIN SHALL INBE NOT
SEDIMENT OCCURRING ON
SEDIMENT EXCEEDS SITE) · WITHIN 24 HOURS OF
WITHIN 7 DAYS OF
2. PICKET SPACING TO BE A MAXIMUM 1.0m CENTRES. COMPLETED
PLACE UNTIL INSTRUCTIONAND EFFECTIVE
IS RECEIVED PRIOR TO: FROM THE
IN WRITING BASIN (WHERE THE VOLUME OF THE 18 HOURS OF A RAINFALL
EXPECTED RAIN; AND · WITHIN
a. STRIPPING
SUPERINTENDENT TO OF TOPSOIL
REMOVE ALLANDOR GRASS.
PART OF THE SILT EVENT (I.E. AN EVENT OF THE INSPECTION
SUFFICIENT INTENSITY AND
5. FORMA SEALWITHTHE KERBTO PREVENTSEDIMENTBYPASSING UTILISED) SEDIMENT STORAGE
CONTROL b. APPLICATIONS.
BULK EARTHWORKS TO THE SITE. DURATION TO MOBILISE ZONE SEDIMENT ON SITE).
3. IN WATERWAYS,ARTIFICIALSAG POINTSCAN BE CREATEDWITHSANDBAGSOR EARTHBANKSAS THE FILTER.
6. THE BULK c. EARTHWORKS
SERVICES INSTALLATION.
AND SEDIMENTCONTROLLAYOUTPLAN 16. IN ACCORDANCEWITH NC ESC GUIDELINES,MAINTENANCE
SHOWN IN THE DRAWING. 1/3 OFSHALL
THE OCCUR IN ACCORDANCEWITH
SHALL BE d. PAVEMENT
READ IN CONSTRUCTION
CONJUNCTION WITH THE APPROVED OF ESC MEASURES
6. SANDBAGSFILLEDWITHGRAVELCAN SUBSTITUTEFOR THE MESH OTHER ESC CAPACITY OF ESC BY THE END OF THE
5. ALL SEDIMENTMANAGEMENTMEASURESARE TO REMAININ
DRAWINGS. THE FOLLOWING TABLE:
4. DO NOT COVERTHE INLETWITHGEOTEXTILESUNLESSTHE DESIGNIS ADEQUATETO ALLOWFOR OR GEOTEXTILEPROVIDINGTHEY ARE PLACED SO THAT THEY MEASURES MEASURES IS DAY
7. PRIOR TO PLACE UNTIL INSTRUCTION
COMMENCEMENT IS RECEIVED
OF CONSTRUCTION IN WRITING
APPROVAL ISFROM
TO
ALL WATERS TO BYPASS IT. CAN FIRMLY ABUT EACH OTHER AND SEDIMENT-LADENWATERS THE SUPERINTENDENT TO REMOVEFOR ALL OR EXCEEDED
CANNOT PASS BETWEEN. BE OBTAINED FROM THE SUPERINTENDENT THEPART OF THE
LOCATION
SILT ACCESS
OF THE SITE CONTROL APPLICATIONS.
POINT AND WASH DOWN AREA WHICHARE
UNDISTURBED GEOTEXTILE INLET FILTER A MESH & GRAVEL INLET FILTER 6. MAINTAINED
THE BULK EARTHWORKS ANDTHESEDIMENT CONTROLLAYOUT
TO BE THROUGHOUT CONSTRUCTION PERIOD.
AREAS SCALE N.T.S PLAN
8. IF SEDIMENT ANDSHALL
EROSION BE CONTROL
READ INDEVICES CONJUNCTION
HAVEBEEN WITH
FOUND THE REPORTING
SCALE N.T.S
APPROVED
TO BE DIFFERENT ORDRAWINGS.
FAILEDIN SERVICE,CORRECTIVEACTIONIS 17. CONTRACTORIS TO PROVIDE AN UPDATEDPROGRAMOF ESC
TO 7.BE PRIOR TO COMMENCEMENT
UNDERTAKEN IMMEDIATELY OF CONSTRUCTION
WHICH MAY INCLUDE APPROVAL MAINTENANCEAND CONTROL OF ALL STAGES OF WORK FOR
IS TO BE OBTAINED FROM THE SUPERINTENDENT
AMENDMENTS'ADDITIONSTO THE ORIGINALAPPROVEDEROSION FOR THE APPROVAL BY THE SUPERINTENDENT.
LOCATION OF THE SITE ACCESS
CONTROLPLANS.SUCH AMENDMENTSARE TO BE APPROVED POINT AND WASH DOWN
BY
AREA WHICH ARE TO BE MAINTAINED
SUPERINTENDENT, IF DEEMED NECESSARY AND RELEVANT. THROUGHOUT THE
9. OVERALL CONSTRUCTION PERIOD.
SEDIMENT FENCE CONSTRUCTION NOTES:
a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE
1. CONSTRUCT SEDIMENT FENCES AS CLOSE AS POSSIBLE TO BEING PARALLEL TO THE DIVERTED AROUND THE WORK SITE WHERE POSSIBLE.
CONTOURS OF THE SITE, BUT WITH SMALL RETURNS AS SHOWN IN THE DRAWING TO b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE
LIMIT THE CATCHMENT AREA OF ANY ONE SECTION. THE CATCHMENT AREA SHOULD BE INSTALLED AND BE OPERATIONAL BEFORE COMMENCING
SMALL ENOUGH TO LIMIT WATER FLOW IF CONCENTRATED AT ONE POINT TO 50 LITRES
PER SECOND IN THE DESIGN STORM EVENT, USUALLY THE 10-YEAR EVENT.
GRADIENT OF DRAIN
1% TO 5% CAN BE CONSTRUCTED WITH ALL BATTER GRADES REPORTING
2. CUT A 150mm DEEP TRENCH ALONG THE UPSLOPE LINE OF THE FENCE FOR THE BOTTOM OR WITHOUT CHANNEL 2(H):1(V) MAX. 17. CONTRACTORIS TO PROVIDEAN UPDATEDPROGRAMOF
OF THE FABRIC TO BE ENTRENCHED. ESC MAINTENANCEAND CONTROL OF ALL STAGES OF
STABILISE STOCKPILE SURFACE WORK FOR APPROVAL BY THE SUPERINTENDENT.
3. DRIVE 1.5m LONG STAR PICKETS INTO GROUND AT 2.5m INTERVALS (MAX.) AT THE DIRECTION O
FF LOW EARTH BANK
DOWNSLOPE EDGE OF THE TRENCH. ENSURE ANY STAR PICKETS ARE FITTED WITH 2:1
300mm MIN.
SAFETY CAPS. A X.) SL
O
P E (M PE
(
FLOW LO MA
4. FIX SELF-SUPPORTING GEOTEXTILE TO THE UPSLOPE SIDE OF THE POSTS ENSURING IT 2:1 S X.)
GOES TO THE BASE OF THE TRENCH. FIX THE GEOTEXTILE WITH WIRE TIES OR AS
RECOMMENDED BY THE MANUFACTURER. ONLY USE GEOTEXTILE SPECIFICALLY 2m MIN
150mm MIN
PRODUCED FOR SEDIMENT FENCING. THE USE OF SHADE CLOTH FOR THIS PURPOSE IS
NOT SATISFACTORY. NOTE: ONLY TO BE USED AS TEMPORARY BANK WHERE SEDIMENT FENCE
PROVIDE WASH WATER FOR TRUCKS
MAXIMUM UPSLOPE LENGTH IS 80 METRES.
5. JOIN SECTIONS OF FABRIC AT A SUPPORT POST WITH A 150mm OVERLAP. TIMBER SLEEPER OR METAL EXITING SITE
GRID 100mm HIGH AND SPACED
STOCKPILE CONSTRUCTION NOTES: AT 300mm CTS
6. BACKFILL THE TRENCH OVER THE BASE OF THE FABRIC AND COMPACT IT THOROUGHLY DIVERSION DRAIN CONSTRUCTION NOTES: MIN LE
NGTH 1
OVER THE GEOTEXTILE. 1. PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING 0m BERM 300 HIGH MIN
1. BUILD WITH GRADIENTS BETWEEN 1% AND 5%. VEGETATION, CONCENTRATED WATER FLOW, ROADS AND HAZARD AREAS. CONSTRUCTION SITE
SEDIMENT FENCE
WRAP FILTER 2. AVOID REMOVING TREES AND SHRUBS IF POSSIBLE - WORK AROUND THEM.
SCALE: N.T.S. 2. CONSTRUCT ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS.
CLOTH OVER GRATE EXISTING ROADWAY
3. ENSURE THE STRUCTURES ARE FREE OF PROJECTIONS OR OTHER IRREGULARITIES 3. WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE LESS THAN 2
WRAP FILTER CLOTH OVER THAT COULD IMPEDE WATER FLOW. METRES IN HEIGHT.
RUNOFF WATER GRATE GEOTEXTILE FABRIC
WITH SEDIMENT 4. BUILD THE DRAINS WITH CIRCULAR, PARABOLIC OR TRAPEZOIDAL 4. WHERE THEY ARE TO BE PLACE FOR MORE THAN 10 DAYS, STABILISE FOLLOWING THE
CROSS-SECTIONS, NOT "V" SHAPED. APPROVED ESCP OR SWMP TO REDUCE THE C-FACTOR TO LESS THAN 0.10. 50-75mm GRAVEL BED MIN
5. ENSURE BANKS ARE PROPERLY COMPACTED TO PREVENT FAILURE. 200mm THICK
5. CONSTRUCT EARTH BANKS ON THE UPSLOPE SIDE TO DIVERT WATER AROUND
STOCKPILES AND SEDIMENT FENCES 1 TO 2 METRES DOWNSLOPE. RUNOFF FROM PAD DIRECTED TO
FILTERED 6. COMPLETE PERMANENT OR TEMPORARY STABILISATION WITHIN 10 DAYS OF SEDIMENT TRAP
WATER CONSTRUCTION.
DIVERSION DRAIN STOCKPILES TEMPORARY CONSTRUCTION VEHICLE EXIT
GEOTEXTILE INLET FILTER TYPE B SCALE N.T.S SCALE N.T.S SCALE: N.T.S.
SCALE N.T.S
North Point Approved Project Address Title
37 BOTTLEBRUSH AVENUE EROSION AND SEDIMENT CONTROL DETAILS
E 14.11.24 OPW AMMENDMENT TS MP NOOSA HEADS
D 15.03.23 RFI UPDATE BRP NW For and on behalf of RECOR Pty Ltd.
C 29.11.26 RFI UPDATE BRP NW Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
B 10.10.22 RFI UPDATE BRP NW NTS www.recor.au | ABN 89 647 469 707 S & J KNOBEL RESIDENTIAL UNIT DEVELOPMENT A1
A 12.05.22 MCU / OPW ISSUE BRP NW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
'Issued For Construction' in the revision description. 20220051 C21 A
The text continues on section 6.